Directorate Of Municipal Administration Tender

4.17 - Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(Vol-03 SR-23-2024 I.No. 4.17 P.No. 26)

16.28 - Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixerof not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per thedirections of the Engineer-in-charge of the work.(Vol-03 SR-23-2024 I.No. 16.28 P.No. 149)

2.11 - Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means(PWD SR 2023-24 Vol-03 SR-2022 P No 10, I NO 2.11)

1.14.1 - Earth work excavation for Foundation by mechanical means for all works &depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5m including cost of labour, tools, usage ofmachinery & other appurtenacesrequired to complete the work In all kinds of soils upto 3.0 m depth (Vol-01 SR-23-2024 I.No. 1.14.1 P.No. 8)

2.1.2 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (Vol-02 SR-23-2024 P No. 15, I NO 2.1.2)

2.11 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing and technical specification (Vol-01 SR-23-2024 P No. 18, I NO 2.11 )

2.4.2 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical Specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-01 SR-23-2024 P No. 16, I NO 2.4.2 )

2.4.2 - Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding Cement Concrete Drain Walls ( 35 ) (P.No.116 Sl.No.02 ) (Vol-01 SR-23-2024 P No.111 )

1.10 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications (Vol-01 SR-23-2024 P No. 07, I NO 1.10 )

16.28.1 - Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete. upto 0.30 m depth (Vol-5 WS & UGD SR I.No. 16.28.1 P.No. 198)

13.33.1 - Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 15mm dia nominal Pipes (SR 2023 24 I.No.13.33.1 Pg No 122

2.02 - Relesing and Refixing : Erection of RCC/PSCC Pole of 9 to 10mtr long in a pit of 1.8mtr depth bescom 2SR 2021-22 for 11kv SYSTEM (consider 190%of the erection cost 863*190%=1639.7) (Bescom SR P NO 02 I no 2.02

1.1.1 - Digging pit 1.8mtr depth for erection of 9-10mtr long steel/RCC/PSCC support as per approved drawing for 11kv bescom SR 2021-22 for 11 kV SYSTEM SR Item No1.1.1 page No.01

7.02 - ACSR Conductor as per IS-398 (Part -2/1996) Rabbit ACSR (6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM Bescom 2021-22 part 4 11kv materials SR Item No7.02 page No.03

6.02 - Stringing of Conductor (including pin binding, providing jumps, dead ending, etc.,) Rabbit bescom SR 2021-22 for 11 kV Labour item no 6.02 page No 3.

6.05 - Releasing of Conductor for Rabbit Bescom SR 2021-22 for 11 kV Labour item no 6.05 page No 3.

3.1 - Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work. (Vol-03 SR-23-2024 I.No. 3.1 P.No. 17)

8.55 - Providing and fixing RCC name board of size 1.35x0.60x0.04m fixed in reinforced cement concrete poles of size0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials,cost of steel, painting, centering, transportation charges & fixing charges.(Vol-03 SR-23-2024 I.No. 8.55 P.No.79)